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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-Finance 4 3 KISHANPUR RAJPUR ROAD DEHRADUN UK | ₹17.5 L | L1 | Accepted-Finance Ok |
| 2 | L2₹19.3 LAccepted-Finance VPO NAURANGABASS RAJPUTAN DISTT CHARKHI DADRI HARYANA 127310 | CHARKHI DADRI | CHARKHI DADRI | HARYANA | 127310 | ₹19.3 L | L2 | Accepted-Finance Ok |
| 3 | L3₹20.7 LAccepted-Finance 3 VIJAY PARK CHAKRATA ROAD DEHRADUN 248 001 UK | DEHRADUN | UTTARAKHAND | 248001 | ₹20.7 L | L3 | Accepted-Finance Ok |
| 4 | L4₹21.0 LAccepted-Finance 51 212D 3E K V NAGAR NEAR ADARSH NAGAR KHERIA MOD AGRA UP 282001 | AGRA | UTTAR PRADESH | 282001 | ₹21.0 L | L4 | Accepted-Finance Ok |
| 5 | L5₹22.2 LAccepted-Finance WING NO 7 2 10 PREM NAGAR DEHRADUN UTTARAKHAND DEHRADUN 248 007 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248007 | ₹22.2 L | L5 | Accepted-Finance Ok |
| Sl No | Description | Qty | Unit | M/S RAJESH AGARWAL L1 | MOHAN LAL GUPTA L6 | M/S RAJESH KUMAR GOYAL L3 | M/S Anil kumar L8 | M/S S P BUILDERS L5 | M/S ROORKEE ENGINEERING L7 | M/S VIKRAM AND SONS L2 | SETHI BROTHERS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and directed. | 500 | Cum | 222 ₹1.1 L | 150 ₹75,000 | 88 ₹44,000 | 160 ₹80,000 | 100 ₹50,000 | 180 ₹90,000 | 100 ₹50,000 | 100 ₹50,000 |
| 2.00 | M&L Hardcore of broken stone or boulder gauge exc 63mm and not exc 100mm deposited , spread and levelled in layers n.exec 15 cm thick, watered and rolled/rammed to a tue surface complete all as specified and directed. | 120 | Cum | 1,111 ₹1.3 L | 1,500 ₹1.8 L | 1,488 ₹1.8 L | 1,950 ₹2.3 L | 1,500 ₹1.8 L | 4,200 ₹5.0 L | 1,000 ₹1.2 L | 1,000 ₹1.2 L |
| 3.00 | M&L for 100mm thick PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and directed. | 1,200 | Sqm | 222 ₹2.7 L | 300 ₹3.6 L | 244 ₹2.9 L | 430 ₹5.2 L | 200 ₹2.4 L | 240 ₹2.9 L | 150 ₹1.8 L | 250 ₹3 L |
| 4.00 | M & L for sand filling under floors or in foundations including spreading & levelling complete all as specified and directed. | 60 | Cum | 200 ₹12,000 | 1,100 ₹66,000 | 1,222 ₹73,320 | 1,800 ₹1.1 L | 500 ₹30,000 | 1,000 ₹60,000 | 500 ₹30,000 | 700 ₹42,000 |
| 5.00 | M & L for prepolished coloured(Red/ Yellow) machine pressed/ Vibromatic precast concrete interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as specified and directed. | 1,200 | Sqm | 888 ₹10.7 L | 810 ₹9.7 L | 888 ₹10.7 L | 1,015 ₹12.2 L | 950 ₹11.4 L | 800 ₹9.6 L | 800 ₹9.6 L | 825 ₹9.9 L |
| 6.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 30 | Cum | 222 ₹6,660 | 2,000 ₹60,000 | 1,400 ₹42,000 | 4,000 ₹1.2 L | 1,640.1 ₹49,203 | 3,800 ₹1.1 L | 3,500 ₹1.1 L | 2,000 ₹60,000 |
| 7.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone agg) as in cills, steps; coping, benching and the like including weathering, slightly rounded or chamfered angles and throating etc including necessary form work complete all as specified and directed. | 17 | Cum | 4,800 ₹81,600 | 4,000 ₹68,000 | 3,131 ₹53,227 | 5,000 ₹85,000 | 3,501 ₹59,517 | 4,000 ₹68,000 | 4,100 ₹69,700 | 2,100 ₹35,700 |
| 8.00 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone agg) as in apex stone, kerb stone, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, kneelers, road side berms and the like icomplete all as specified and directed. | 65 | Cum | 888 ₹57,720 | 6,900 ₹4.5 L | 4,797 ₹3.1 L | 6,000 ₹3.9 L | 6,900 ₹4.5 L | 4,000 ₹2.6 L | 6,000 ₹3.9 L | 7,500 ₹4.9 L |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed. | 30 | Cum | 55 ₹1,650 | 100 ₹3,000 | 20 ₹600 | 90 ₹2,700 | 50 ₹1,500 | 100 ₹3,000 | 50 ₹1,500 | 25 ₹750 |
| 10.00 | Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed. | 470 | Cum | 25 ₹11,750 | 100 ₹47,000 | 10 ₹4,700 | 80 ₹37,600 | 50 ₹23,500 | 100 ₹47,000 | 50 ₹23,500 | 25 ₹11,750 |
Tender Value
₹29.1 L
EMD Value
₹58,260
Closing Date
20 Mar 2026, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
PROVN OF HARDSTANDING / INTERLOCKING TILES ON ROAD SIDE BERMS FROM RP GATE TO HQ COY OF 10 DOGRA ANARWALA UNDER GE DEHRADUN
2026_MES_754770_1
0234/DDN/E8
Open Tender
Civil Works
180 days
Dehradun
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE Dehradun
₹58,260
Yes
8 Apr 2026
28 Feb 2026
23 Mar 2026
28 Feb 2026
20 Mar 2026
14 Mar 2026
Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and directed.
M&L Hardcore of broken stone or boulder gauge exc 63mm and not exc 100mm deposited , spread and levelled in layers n.exec 15 cm thick, watered and rolled/rammed to a tue surface complete all as specified and directed.
M&L for 100mm thick PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and directed.
M & L for sand filling under floors or in foundations including spreading & levelling complete all as specified and directed.
M & L for prepolished coloured(Red/ Yellow) machine pressed/ Vibromatic precast concrete interlocking paver blocks of any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone agg) as in cills, steps; coping, benching and the like including weathering, slightly rounded or chamfered angles and throating etc including necessary form work complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone agg) as in apex stone, kerb stone, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, kneelers, road side berms and the like icomplete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
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